Sep 2026· International Journal of Geosynthetics and Ground Engineering· Vol 12· 0 citations· 83 references
Abstract
Landfill mined soil-like fraction (LMSF) constitutes a significant portion of waste mined from old un-engineered landfills. With the possible presence of organic matter, heavy metals and other hazardous components, the reutilization of LMSF is very limited. However, by adopting suitable treatment technologies, LMSF has great potential for reutilization as a material resource in infrastructure applications. The present study evaluates the performance of LMSF stabilized with alkali activated slag (AAS) with emphasis on its potential utilization as pavement subbase and base course material. The mechanical, durability and microstructural characteristics of the AAS-stabilized LMSF were evaluated and the results suggest that the AAS-stabilized LMSF combination with 40% binder replacement (34% ground granulated blast furnace slag (GGBS) and 6% activator with sodium hydroxide to sodium silicate ratio of 1:1.5) yields the best performance (unconfined compressive strength (UCS) value of 7.2 MPa at 28-days curing, with 3.2% cumulative mass loss after exposure to 12 wetting-drying cycles). The prolonged inundation in acidic and alkaline conditions reduced the 28-day UCS values for stabilized LMSF by about 28–38% and 35–45%, respectively; however, the residual UCS satisfied the strength requirements of most regulatory standards. Microstructural assessment conducted through X-Ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), Thermogravimetric analysis (TGA), optical imaging and scanning electron microscopy (SEM) techniques revealed the presence of stable cementitious bonds in the stabilized LMSF matrix. Moreover, sustainability assessment revealed that AAS binder used in this study is about 6.5 times more sustainable than conventional cement stabilization. Overall, the current research provides valuable insights into the potential of LMSF as an alternate material and provides a pathway towards achieving United Nations sustainable development goals.
The reuse of steelmaking slags in road engineering requires an integrated evaluation of their geotechnical and geoenvironmental performance under real exposure conditions, particularly because of the high alkalinity commonly associated with these materials. This study investigates a slag–soil mixture composed, by dry m...
Denis Schneider, P. J. Pires, Marcos Vinicius Nogueira Lavagnoli Pereira et al.· Geotechnical and Geological...· 0 citations
This paper examines how stabilizing road subgrade soils with ground granulated blast furnace slag (GGBFS) and alkali-activated solution (AAS) influences both rigid pavement layer thicknesses and initial investment expenditures. For this investigation, bentonite (BT) samples representing the subgrade soil were blended w...
Bahadır Karabaş, A. Uzer, N. Akbulut et al.· Black Sea Journal of Enginee...· 0 citations
Electroplating waste sludge (EWS) is a hazardous industrial residue containing metal-bearing phases, while the
growing demand for natural river sand creates a parallel resource-conservation challenge. This study evaluates processed EWS
as a partial replacement of Zone II natural river sand in M40 concrete paver blocks...
Bharat Kaushik, Sanjay K. Sharma· International Journal for Re...· 0 citations
Soda residue (SR), a highly alkaline and saline by-product of the ammonia-soda process, remains difficult to reuse at high dosage because of its high water content and soluble-salt release. Here, an all-solid-waste stabilized soda residue (S-SR) containing 70 wt.% SR was validated in a full-scale roadway subgrade to as...
Yang Xu, Jia-Lei Wan, Fei Jin et al.· Environmental Research· 0 citations
Landfill biocovers play a key role in lowering methane emissions and making waste management more sustainable. It is investigated in this study, how unsaturated strength varies in 75% compost with 25% laterite (75%C25%L) and 75% compost with 25% sand (75%C25%S) soils, when such soils are used as landfill biocovers. Tes...
L. Umar, B. Oluyemi-Ayibiowu, W. Balogun et al.· Harvard International Journa...· 0 citations
Expansive soils, characterised by significant volume instability due to seasonal moisture fluctuations, pose substantial risks to civil engineering infrastructure. While Ordinary Portland Cement (PC) is a traditional stabiliser, its high carbon footprint and energy consumption necessitate the adoption of sustainable al...
O. O. Otunola, G. Ayininuola, W. Balogun· Discover Civil Engineering· 0 citations
We use cookies to run the site and, with your consent, for analytics and to show ads.
See our Cookie Policy.